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etermine the consolidation settlement for the following cases. (rw = 10 %3D /m', a kN ), divided the clay layer into three sub layers. = 64.35 m2 17. t

etermine the consolidation settlement for the following cases. (rw = 10 %3D /m', a kN ), divided the clay layer into three sub layers. = 64.35 m2 17. t

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q2/ The load intensity applied by the footing (in the figure below) is 170 kN/m, determine the consolidation settlement for the following cases. (rw = 10 %3D kN kN/m, o, = 64.35 ), divided the clay layer into three sub layers. m2 1.0 m 11.5 x3.0) m Sand 1.5m Y = 16.5 kN/m 1.5 m Sand Tsat = 17.8 kN/m %3D Clay Ysat = 18.2 kN/m' e, = 0.92 Cc 0.27 Cr = 0.12 4.0 m
Transcribed Image Text:Q2/ The load intensity applied by the footing (in the figure below) is 170 kN/m, determine the consolidation settlement for the following cases. (rw = 10 %3D kN kN/m, o, = 64.35 ), divided the clay layer into three sub layers. m2 1.0 m 11.5 x3.0) m Sand 1.5m Y = 16.5 kN/m 1.5 m Sand Tsat = 17.8 kN/m %3D Clay Ysat = 18.2 kN/m' e, = 0.92 Cc 0.27 Cr = 0.12 4.0 m
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